170
i
i h b k h b id
WATER YEAR : 2013
MUN RIVER BASIN
Khlong Phai at Ban Non Sao - E, Nakhon Ratchasima (M.172)
Lat 14 - 29 - 14 N Long 101 - 46 - 57 E
Locat on : on r g t an at t e r ge.
143
sq.km.
Staff gage.
+293.220 m. (MSL.)
B.M.-H.D.
On right bank downstream side at the footpath of the bridge.
Elevation
3-time daily readings at 06.00 , 12.00 and 18.00 hours.
Amphoe
Wang Nam Khieo
Changwat
Nakhon Ratchasima
Ban
Non Sao - E
Gage Reading Frequency
Zero Gage at Bottom
+299.100 m. (MSL.)
Type of Gage
Bench Mark
Location BM
Drainge Area
Arithmetic mean of 3 readings
2003 to date
2003 to date
-
2003 to date
Stable.
No overbank flow.
Basis of Mean Daily Gage Height
Rated by Current Meter
Stability of Channel Regimes
Overbank Flow Conditions
Rating Operation
Period of Rating
Rated by Flot
Period of Available Gage Records
Records fair. Stage-discharge relation defined by 39 discharge measurements made in 2013.
Date
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Jan
Feb
Mar
Annual
----------
-----------------
1
293.05
293.02
293.10
293.16
293.17
293.42
293.64
293.46
293.35
293.28
293.24
293.22
2
293.05
293.02
293.10
293.16
293.17
293.38
293.61
293.42
293.35
293.27
293.24
293.22
3
293.05
293.02
293.10
293.16
293.52
293.38
293.91
293.42
293.34
293.26
293.24
293.22
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Gage Height in Meter (MSL.) Water Year April 1, 2013 to March 31, 2014
General Description
4
293.05
293.02
293.10
293.10
293.48
293.46
293.79
293.42
293.34
293.24
293.24
293.22
5
293.05
293.02
293.10
293.11
293.39
293.50
293.71
293.39
293.34
293.24
293.23
293.22
6
293.05
293.02
293.10
293.13
293.38
293.82
293.62
293.39
293.33
293.24
293.23
293.22
7
293.05
293.02
293.10
293.16
293.30
293.84
294.92
293.38
293.32
293.24
293.23
293.22
8
293.05
293.03
293.10
293.16
293.67
293.82
293.94
293.37
293.32
293.24
293.23
293.22
9
293.05
293.04
293.10
293.16
293.49
293.73
293.74
293.37
293.32
293.24
293.22
293.22
10
293.01
293.06
293.10
293.17
293.44
293.54
293.59
293.37
293.32
293.24
293.22
293.22
11
293.01
293.06
293.39
293.16
293.44
293.52
293.50
293.35
293.32
293.24
293.22
293.22
12
293 01
293 06
293 42
293 15
293 46
293 42
293 49
293 34
293 32
293 24
293 22
293 22
.
.
.
.
.
.
.
.
.
.
.
.
13
293.01
293.07
293.42
293.15
293.87
293.62
293.49
293.34
293.32
293.25
293.21
293.22
14
293.01
293.07
293.58
293.14
293.64
293.62
293.44
293.34
293.32
293.25
293.21
293.22
15
293.01
293.08
293.51
293.14
293.51
293.76
293.41
293.34
293.32
293.25
293.21
293.22
16
293.01
293.09
293.48
293.15
293.44
293.76
293.92
293.35
293.32
293.24
293.21
293.22
17
293.01
293.10
293.33
293.11
293.40
293.63
294.08
293.35
293.32
293.24
293.21
293.22
18
293.01
293.10
293.36
293.08
293.33
293.54
293.76
293.35
293.31
293.24
293.21
293.22
19
293.01
293.10
293.38
293.09
293.29
293.54
294.04
293.35
293.31
293.24
293.21
293.22
20
293.01
293.10
293.38
293.09
293.29
295.15
293.77
293.35
293.31
293.24
293.21
293.22
21
293.01
293.10
293.53
293.07
293.28
294.05
293.60
293.35
293.31
293.24
293.21
293.22
22
293.01
293.10
293.66
293.14
293.27
293.75
293.50
293.34
293.31
293.24
293.21
293.22
23
293.09
293.10
293.45
293.07
293.27
293.66
293.41
293.34
293.29
293.24
293.21
293.22
24
293.09
293.10
293.52
293.14
293.60
293.61
293.41
293.35
293.29
293.24
293.21
293.22
25
293.09
293.09
293.90
293.15
293.47
293.60
293.53
293.37
293.29
293.24
293.21
293.22
26
293.09
293.09
293.56
293.16
293.40
293.92
293.52
293.36
293.29
293.24
293.21
293.22
27
293.09
293.09
293.52
293.16
293.37
293.86
293.52
293.37
293.29
293.24
293.21
293.22
28
293.09
293.09
293.44
293.17
293.89
294.35
293.51
293.35
293.29
293.24
293.21
293.22
29
293.09
293.09
293.42
293.17
293.72
293.79
293.47
293.35
293.29
293.24
293.22
30
293.09
293.10
293.42
293.17
293.55
293.71
293.46
293.35
293.29
293.24
293.22
31
293.10
293.17
293.53
293.45
293.29
293.24
293.22
----------
--------------
Mean
293.04
293.07
293.36
293.14
293.45
293.73
293.67
293.37
293.31
293.24
293.22
293.22
Max
293.09
293.10
293.90
293.17
293.89
295.15
294.92
293.46
293.35
293.28
293.24
293.22
295.15
Min
293.01
293.02
293.10
293.07
293.17
293.38
293.41
293.34
293.29
293.24
293.21
293.22
293.01
295.72
m. (MSL.) ,
293.22
m. (MSL.) ,
River Bed 292.81
m. (MSL.)
299.12
m. (MSL.) ,
299.11
m. (MSL.) ,
Drainage Area 143 Square Kilometers
at 12.00 Hours, on Oct 7, 2013
Annual Max Momentary Gage Height
Zero Gage at Bottom Elevation
Right Bank Elevation
Left Bank Elevation
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------